09-710-0017� General Notes IIIE IG E N E R A L: ."FOUNDATIONS. CONCRETE"' SLABS ON GRAD WAYS' '�ON THE AND 'EXTERI OR,'-SLABS:'AND' ;'-,WALK -As.. SHOWN 1 ALL'.INTERIOR 0W PACTEO'GRADE- OR;` 'STRUC -H 11. THE DRAWINGS ARE INTENDED'TO*!--'SH TH& iGENERA&`ARR ANGEMENT, 1'.. T SIGNED O'BEAR ON WFLL-`G0M TUR OUR%INICHES�., THICK I TI A L L Y. 'A 'Y" Of"-2 000 'FILL, OF AN ALLOWABLE BEARING CAPACII TURAL OR ARCHITEC AL-,PLM8�, -*S ALL,. T OF THE" ORK�,,ANID. .:AR GRAMMATIC.. 'THEY CLE N A MINIMUK REINFORCED WITH 6 �X D BRIC `(UNILESS -WEL ED;�,WIRE: TO TIME OF'CONSTRUCTION, A LICENSED`:'(AR (RE ARE NOT INTENDED TO BE SCALED- TOR'.. EMENTS, OR� IAT.THE 0 'd I TE ED SERVE AS, SHOP DRAWINGS,( _013 0 TH -,PROFESSIONAL ENGINEER) SHALL SUBMIT 'T ILI) I N G,' ,�:OFFICIAL: A, ED). )R P I0NSTHERE`OF`,; OTHERWISE NOT ISIGNED.,AND SEALED LETTER ATTESTING THAT' -A!s K IE:� A MINIMUM` -:OVERLA 2 UNLESS OTHERWISE.- NOTED' E 2. DETAILS AND SECTIONS-, OBSERVED ANID�THE FOUNDATION CONDITION 2.�� ALL SHO'WN-',.'O.N:-',�-THE;:-DRY�WiNi� -c�]NTENDED TO BE S �ARL 'ML?NR�JO-� WIRE. MESH SHALL HAV P. T JANY,:�%Sl ILAR SIT ATION, I N PLANS. TYPICAL AND SHALL BE CONSTRUED, 0.;:APPCY- 0 U UPONI- -WHICH THE DESIGN IS BASED. RDI ROJECT., EXCEP�T, MHE 'E',;A Ti ETAIL OR SECTION I. S SHO I WN. 3.�-�--ALL SLABS ON GRADE JQ -.BE-' ONSTRUCTED', -Accb 'A WITH' LATEST NATURAL. D CTE 2. GRA E (OR FILL) BELOW FOOTINGS SHALL�;B A A FLOOR;, AN1D-,-_'�SLAB,_CON-S.' �302.113). mkAp IMODIFIED -PROCT -1557). 'Go OR (ASTM D C.L� IDE'FOR CONCRETE -OF CONISTRUCTIOW7,1 HE".-'-C,d�TRACTOW --,D, 3'. PRIOR TO START --..-ALL THE JOINTS SHALL: BE� PROVIDE INTER, IOR-'.'.-S RADE`,: -..",�DIVIDINIG. TH IISLAB INTO', SQUAF S '::'Fl P A OR` Al TIOWAND Z E-, UT,.� CONTRAC IPLANS,AND' OM. HIG �,7 PAD'_ -FOOTIN 3. �-,TQP -,OF "WALL FOOTINGS TO-BE AT THE SAME El ',�O[ � W 'A' C W - ALL VERIFY'ALL�, jkADE:8��',-L4NES, t' DIMENI SION S AND� b'-IN-:ALL LABS `ON:'G E COORDINATE EXISTING CONDITIONS' AT.'-',T E�.�.- k SEE THE I-JOINT I SPECIFICATIONS. THEY.-'SHALL REPOR-.' ERRORS, W LATION FOOTINGS. , STEP WALL FOOTING FR . , N,;,. 1�ANIY�INCONIS-T -ISO NFORMATION OWER,'ONE �e,4§�IbETAILED ON_THE� PLANS)._'� L 'A `JOINS.-.AT`-20--'-`FEET I'ISOLATION, -RCq of P 4.' TOP -CRETE �CONTRACTOR AND HIS SUBC( R-.5'_;_,SHALLLA- A ACI N G., OF HEIR'WORK- FROM 5. PR . OVIDE'SAW'CUT JOINITS - T .,ALL SIDEWALKS:' T�A XIM TINGS T BE -A MINIMUM 1' -0" B -,C ESTABLISHED REFERENCE. POINTS AN16,; .C. O�N.): t , . 0. Y' " , � i . - " - E!*,,'C- gWF*N'0N1G WORK. THE :�THE ABOVE TO THE ARCHITECT/ENGINE,P,'i�BEr�O�"���'�:'�� I)NITRACt'd"' -ALL. LINES' 'OF ALL FOO d' 'GRADE O' N Mt -T -_O FIVE FEET ON CENTERS,'ANb -B- (u OTED) OF UM�� ONI: WI t'TEll bt WORK. - SLA. ELEVATIONS AND MEASUREMENTS I LIFTS No! - EX(�EEDINIG - FINISH ADE, WHICHEVER 0 THE` EV AT;.-THE� S.-AB,. STEPS� TH' 'L Eb,� GIR ISb WER.,'."lN F -IF ANY ERRORS OR,OMISSIONS APPE-Al 'F'-0ENEIRAL NOTES MOTING Ellift'JOP -'OF: THE 6. FILL.MATERIAL SHALL BE`PLACED.*INI I -4.,, ON., EACH.,,SIDT OF THE FOOTING, THE IN COMPACTED TO 95% MODIFIED.-!.PROGTOR (ASTWD�.1557)- WITHIN "A': DISTANCE 'OF 3 N R A -tY'TEST"FO
-Y' I-OR OTHER DOCUMENTS, THE- CONTRACT- -HE ENGINEER IN LOWER 'SLAB... YONID,� ALL FOOTING ED.GES. TAKE" T LEAST ON�. DE S1
FEET BE IEACH-_1 600� SQ A E WRITING OF SUCH OMISSION OR ERROR'.` - O`�. - R R ' q gE-0)N Q WITH ANY WORK ND :1 E3 -bw,.SURF-ACE.,.- SEND.,RESULTS OF THE
FT.'.OF AREA 2pp NOTE: N.TRACTOR'S'FAILING TO� T .-AND -ENIGINIEER� WHICH APPEARS IN QUESTION. I N TH F 5 REINFORCING'- IN THE,CONITINUOUS WALL FO 0 TI N G S tH 61.1�`,A EST TO OWNER, ARCHITEC 0 E; SPONSIBLE FOR -THE� -SHALL �BE -,SHALL,' GIVE SUCH AN- ADVANCED NOTICE, H- -H NON MONOLITHIC)' SPLICED 36 BAR DIAYI ERSUNIMUWA ,'D�� THESE PLANS COMPLY .1 �7 C WITH THE APPLICABLE 'ONS RESULTS OF ANY SUCH ERRORS OR :OMI'88-I" .-EXTEND,�-CONTINUOUSLY THRU ALL: FOOTING. PAD THE- SAME.' - MINIMUN REQUIREMENTS.', ND - REIN ING.: CONCRETE A FOR.0 SHALL -;,BE 6. ALL LO OF F. B. C. NIGITUDINAL REBARS IN THE. CONTINUOUS WAL-L-�;Wd IAR D'R`AWVNGS".AND CONTINUED,,AT BENTS�AND CORNERS BY- BENDII't -.'; E[ B 5. -STRUCT 4 G tH E CONTRACTOR SHALL USE THE tv . -m ANICAL,: OR ADDING MATcH1NQ,C RN -BAR ITECTURA EH DIAMETER8 AROUND THE� CORNERS O Rt S 1. CONCRETE DESIGN AND REINFORCEMENT W ACCORDANCE WITH
TOGETHER, WIYH, THE "ARCH .BU'ILDI"NG SPECIFICATIb�S� Seak 'E P�'COPNER',-, "WINGS, TO LOCATE -0 EXTENDING, 48'BAR- DIAMETERS INTO.FOOTING EACH,SID, -OR `(A.
RETE c.i. 318--02:,-/ 31813-02), ELECTRICAL AND 'OTHER TRADE- DRAWIN SANDiS D:RA CODE REQUIREMENTS FOR, REINFORCED ;CONC DEPRESSED SLABS OPENINGS,. BOLT SLOPES, DRAINS, DETAILING' OF CONCRETE REINFORCEMENT' (A.C.I.- 315R 94) AND WITH "DETAILS AND TING, SLEEVES' DIMENSION CT/LNI GI NEER, IN 7. ALL'FOOTINGS SHALL., BE MINIMUM THICKNESS. S" ETC RCRIT SET 2. ALL CONCRETE WORK IN ACCORDANCE WITH L CON FLI CTS.`�.--. -.E ,"SPECIFICATIONS OR WRITING, OF- ANY, PQTENITIA E0RE,RROC EDING WITH - THE VORK. I(A: C. 1. 301: LATEST. EDITION).,' STRUCTURAL CONCRETE FOR BUILDING -INI: - PRODUCTION OF CONCRETE,:: DELIVERY, -PLACING AND ,CURING TO:� BE -:WALL MASONRY: "HOT WEATHER`CONCRL C4.'' 305R -�-`.-lATEST IACCORDANCE WITH (A.- STRUCTURAL OBSERVATIONS' NESTOR, C1 FUENTES 1 ALL �REINIFORCED MASONRY WALLS SHALL.BE PROM D6-WI TH' '�9`t'D 0 R- 0*,.- WALL, EDITION). I11. DADE COUNTY REQUIRES THAT JHE ENGIKEERa�'Or-.RECOR �.SUBMIT A LADDER .JYPE'�.flORIZONITAL REINFORCEMENT AT l-4'���--VERTICALL'Y--LAPP$�'D"7-1'/2'- P.E.' ALL CONCRETE TO BE REGULAR'WEIGHT WITH AN COMPRESSIVE STRENGTH .3. rida '72e SPE W I- ORK,,REGARDING 'AND.EXTE DED 4" INTO CONCRETE COLUMNS. PROVIDE41'.' *1�,AL !HORIZONITAL 'OF It "�
STATEMENT, AT THE COMPLETION 'T q �UJCT ON N Flo 1 AT 28 DAYS.MAXIMUM SLUMP, 3�- MIN TO OF 3,000 �.P.S. -AT "'To' AND "Lot 'INTERSECTION.'' PROVIDE,, DOVE-�- -'ANCHORS AT THE COMPLIANCE OF'THE WORK WITH 'TH ED�PERMIT PLANS. 5
REINFORCING TAI -'CONFORMING AS,PER 16" O.C'. I-VERTICALLY FOR ALL MASONRY PLACED AcwACENTJO.�ALREADY IN 'ALL 4. R INFORCING.TO BE NEW LLET�:,STEEL 2.- ETAINED� AS THE
IWORDER TOCOMPLY WITH THE ABOVE-- X `-1 1'8-T�BE�R PLACE -OMNS' 'S.- 1. MANUAL. OF OURS STRUCTURAL INSPECTOR, AND NOTIFIED AT A-8- T'- 2 *` H ASTM A-615 GRADE 60,_ FABRICATED- IN ..ACCORDANCE. WITWC'R IOTHER;�.�'OPER 8860.SW 3J*TERF?.--,, OR ATIONISJHAT WILL CONCEAL CING' NTH -A.C.I. 315,�ANID C.R.S.I. PRIOR TO ANY cbNCRETE PLA AND PLACED, IN'ACCORDANICE, ,M,IN-IMUM. NET SONRY UNITS: ASTM �_Cgo,- GRADE N-'1,�. MODULAR., RAL ELEMENT WAS MANUAL OF STANDARD PRACTICE.- Miami, Florida'331 STRUtTURAL ELEMENTS. UNLESS EVERY�STRU COMPRESSIVE STRENGTH AT. 28 DAYS VC 1900 PSI. 305-4808013' IADEQUATELY OBSERVED-BY THE A/E, "TH YE-*iLL` NdT ISSUE THE REQUIRED 5. CONCRETE COVER UNLESS OTHERWISE.. DETAILED ON DRAWINGS: A'D,- CROSS- SHELLS AROUND "STATEMENT OF -INSPECTION".' 3. MORTAR: C270, TYPE S. MORTAR ALL FACE. SHELLS,,' TH, �'-2' OM). -ALL..GROUT FILLED CELLS WITH A MINIMUM STRENG PORTLAND TYPE (BOTT 31 FOOTINGS: I /E WILL NOTI�.BE�`HE ON'' HAT A LbktS0bNSIBLE ..CEMENT)... '(TOP: & . . . ... . p SIDES) 2" 5. .%
CTO�-.-;8-.--'WR'K�,�.WHiic-H WAS NOT PROPERLY AND LIABLE FOR ANY OF 'THE CONTRA FOR �ANIY-!'-WORK:,�-APRRO VED,A�Y- -.'OTHER INSPECTING' LL'-INSTALL: R� 4. DEN OTES BEARING CONC. BLOCK WA rOk��':�CASTING�' RE: F�. SLA B 2: --OR CHANGES DIFIES THE ENGINEER (OTHER THAT. A/E:-6Fw�RE66k 'i .`M6 DJACENT, COLUMNS AND' BEAMS." �BEAMS: 'THE- STRUCTURAL PERMIT'--RE D -DOCUM '�N ICOR II'-ASTM C476. COARSE GROUT. SLUMP 8-- -MINIMU COMPRESSIVE' -.5 T- A AXi'M1JM:' E GROU . m DOWEL-8-,TO'BE�SAM 'SI-ZE 6 COLUMN REINFORCEMENT. SUBMIT CHES, STRENGTH AT 28 DAYS 3000 PSI. DE N1. .13 ,DIAME-T VERTICAL�REBARS ABOVE. IG9 M -EW lk OR _-Rr�Yl LA _ONI.�,, PROX JI -L-00 7 E RIGID TEMPLETS OR', DOWEL" RD IA
V STA6 STRUCTURAL DESION. --CRITER'IA.i U.O.N. PROVID 0 S1. HOOKS AT TOP OF ALL VERTICAL-,REINIFOR NONCON 6.,; �:,�:IJESIGN F'M 15bo Psi u 0 COLUMNS (U.O.N.). 1. THE'-DESIGN COMPL IES WI 'H , : " ' t - ' " ' "' F .. IN D 8 L UIREVE LORIDA".: 4 -AL MTICAL, 7. ANY* MASONRY OPENINGS BETWEEN A F-.!, I W DtH SH :BUILDING CODE - _(2004 Eli I T! ..BARS IN CONCRETE FILLED CELLS ON EAq. H;� SIDE �'OF,-QPENING'. 7. ALL DOWELS,FOR COLUMNS 8HALL`BE,'SECURED IW'POSITI ON PRIOR TO IN, WET CONCRETE., IS,'N'OT 'RS: II]FAP UNDATION PLAN (AND ANY OTHER FLOOR,,� F -TH ESE -R'ERA --SHALL
FO 5EIdABLE). WINID'LOAD CRI CONCRETING. PUSHING THEIDOWELSINTO� ;OSITION", TERIA: 2. ItD AT_1HE -PRE .,DIAMETER BE HOOKED, AT THE FOUNDA11ON M 'TIE'BEAM' ND'UA PERMITTED. IMINIMUM. BASED ON ANSI/ASCE 7-02. 10,,V LOCITY�---14 -36 BAR' DIAMETER MUM IN 8. BEAM REINFORCEMENT: LAPPED�, Z�' I CH E S f'T'7- H Iu REG R OCC�UPANICY CATE'O Y� 11 (A --'RRI'CAN 9 fAt SUPPORT-§�`-"l!, BOTTOM BARS SPLICED .'O LY
8. PLACE ALL MASONRY UNITS IN RUN (SEE BEAM DIAGRAM ON PLAN BARS SPLICED ONLY AT MID..SPANi 'ALL TC, `1HbbK1tD,, AT: NONCONT(NUOU -3.,. ROOF��_DESIGNI LOADS: 9.- ROVIDE KNOCK-OUTS AT BASE OF, ALL' CELLS "C'09TAINiN. I-(U.O.N.�). ALL HOOKS'T&.BE STANE HOOKS AS `--RE'Q1j tRED, EDGES
Project Name and Address 011 � I , . '_ 37 1 . I I . I _11�- , . :, , ". I . i., I I I I I
(O.O.N.). ,DEAD LOADS: . . . 10. MAXIMUM POUR LIFT 4- ADDITION TO EXIST. RESIDENCE BARS'BENT .:36'. ILIVE LOADS: . . . . . . 30,PSF1 9. ADDED REINFORCEMENT: PROV017 ADbITI AL'CORNIER'
LOCATEDAT 6566 SW� 59 C INCHES MINIMUM EACH WK 0 Y'AT. "Lot AND "To' C RN ERS- IN' OUTE-R-,,FACES,OF ,LL 11. INTERSECTING WALLS: BOND MIAMI, FL. ATCH ALL HORIZONTAL BAR OP BIOTT M �AND IN ItRMENATIt" A110tifiN "AN RSEC1, 'METHOD: -MEET OR*- N G� ED'AT LOCATIONS WHERE'THEY I TE BEAMS TO M _(T PERCENT OF THE UNITS AT THE* INTERSE VERCAPPING FIFTY I'UNITS "RI 0. NRY BONDING PATTERN, WITH ALTERNATE F;,.tA, �,,�,BEA ,'�-OF �NO 'ESS REBARS). MASO ITHAN 3' INCHES ON THE UNIT BELLOW. I10. �SEE PLAN FOR MINIMUM SIZE-iC-ONCRETE TIE BEAM -REQUIREMEN S.� 12. VERTICAL REINFORCEMENT SHALL BE -LICED.,48-`BAR �R tAMLE CEMENT A8'INDICATE F AT EACH -SIDE -tI6NI'Fbb Np� .0 13� PROVIDE VERTICAL REINFOR TI OF WALL OPENING'AND' @ INTERSECT NG WALLS.- I14. SPECIAL INSPECTION IS REQUIRED.' IISTRUCTURAL LUMBER WOOD:_�'...,, ISSr INU Ii To mwnRM TO RULES OF THE MANUFACTURER S_ A t
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